Numerical assessment of post-earthquake fire response of steel buildings
•Post-earthquake fire resistance of fire protected and unprotected steel frames of different heights is investigated.•The response to earthquake and fire is modeled by means of a nonlinear thermos-plastic dynamic analysis carried out in a commercial FE code.•The insulation damage is assumed as unifo...
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Published in | Safety science Vol. 157; p. 105921 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.01.2023
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Subjects | |
Online Access | Get full text |
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